HomeMy WebLinkAbout00-9242
BUILDING PERMIT
,,-
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09242
d( -IS-DO
-
Date
~D
:J-~
ELECTRICAL
ME~wer Conn
Water Conn:
BUILDING
Water Meter:
Zoning:
Description of Work
FINAL
NO OCCUPANCY BEFORE C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances,
c.o.
DATE
~&
~ ~:2.
. nature /J.1. Il
Company
Add.... 2
~ePhone# )
';:/ v 0
Valuation or .-
Contract Price 1 ~ D (J t)
ELECTRICAL
MEC
Breakers
Ducts Insl.
Compressor
Final
Tp. Serv,
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
Final
FRM.
Insul. CL
WL
SLB
Tub Set
Water
Sewer
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25,00) shall be made for each trip for each trade:
a, Wrong Address
b. Condemned work resulting from faulty construction.
c, Repairs or corrections not made when inspection called.
d, Work not ready for inspection when called.
e, Permit not posted on job site.
f. Plans not at job site,
g, Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APPLICATION I'O~ PERMIT
CITY 01' ZEPHYRHILLS
BUILDING DEPARTMENT
DATE UCBIVED' /111/00
PLANS REVIEW I'EE
OWNER'S NAME 0lA-lvl)
JOB ADDRESS 37[o3D
/-1011.-1 ? {) N
IV fJKulV\
Nl~;-I, f.
LJ . Ie
rrV'_
PHONE
t
I- err
1'7
SUBDIVISION &,t/fI..() fliJ/l,( 2a,J
LEGAL DESCRIPTION: LOT(S)
BLOCK
PARCEL ID # "]tf...28 - 2-/- 0010 - () ( 30D - 0 1'70
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ~W CONSTRUCTION
D ADDITION
DALTERATION
D REPAIR
D INSTALL
D SIGN
PROPOSED USE: ~GL FAMILY DWELLING
D COMMERCIAL
D MOVE
D DEMOLISH
DMULTI-FAMILY
D INDUSTRIAL
D# OF UNITS
D SWIMMING POOL
D MOBILE HOME
~ER
,.,qc.....V/YlIIV..' .Nt
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
BUILDING SIZE
l/ - (100M. I
SQUARE FOOTAGE '7 {pg
HEIGHT
!I
DESCRI PTION OF WORK (;#LiCIl f; $(11.61;,,,, 1~()OIlA i
, ,
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~ILDING
PERMITS REQUESTED
$---11 J 000,00
,
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
D FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
D STEEL
[!] OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
o NO
BUILDl!:R
SIGNATURE t4^j 7~..o.&
COMPANYW (aJ<;r/l,v(.rldI'\J b~ ~ F<-.
STATE CERT OR REGIST # t!1c.o ~~
CITY PROCESSING # ~
*************.*************************.**************************
ELECTlUCI~1 " ~ ( \ (' \
SIGNATURE J IU(~ ~e, ~ k~~t(l C .J')'V\
',./
COMPANY flCE G'tECrtUc.
STATE CERT OR REGIST # E~o(
CITY PROCESSING # \~~
******************************************************************
"
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
* * * * * * * ** * *,* * * * * *** ** * ** * ** ** * * * * * **** * *** * * *** * * ** **** ** * * * * ** ***
MECHANICAL
SIGNATURE
COMPANY:
STATE CERT OR REGIST #
CITY PROCESSING #
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
****************************************************1.***********
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to ~deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what'
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the ~Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of ~Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I
have obtained a copy of the above described document and proJ~.se in good faith to deliver
it to the ~owner" prior to commencement.
E. CONTRACTOR' S/OWNER' S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of F.ngineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is
understood that a drainage plan addressing a ~compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAJLURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT".
tl .-;?~
SIGNATURE~NER' OR AGENT
1:(.73~
SIGNATURE:~TRACTOR
STATE OF FLORIDA P/tS(O
COUNTY OF
The foregoing. instrument was acknowledged
Before ~e this...:1!L- ~ay ~f JAlJiI~ , ~
by h. Ll ,F .4 . $~/"" ( -
(name of person acknowledged)
~o is personally known to me, or
STATE OF FLORIDA
COUNTY OF
The foregoing ins
Before me is
Dwho has produced
(type of identification)
and ~D did Ddid not take an oath.
g..~/ /J. ~
Signature of person taking acknowledgement
73{Lu~
Name typed,
Dwho has produced
(type of identification)
~id not take an oath
fJ . f)SlStfL
p ri~~Bftldit~ped
*~; *tkf CommIssion CC748677
~; Expires June 22, 2002
and w~ 0 did
~A.~
Signature of person taking acknowledgment
f)(LVG ~
Name typed, printed ~r stamped
"",... Bruce A AStle
# b,.... tkf CoIfIl1lissiOO CC748677
~..; Expires June 22, 2002
~.."..
A.
Ab13bL
. ,,y- . b..{v
~ ,~(,V-
~~ 1-J c.~T
37~ ~G Nli?V~""" f\v'.
SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF
OTHER
.
II 520. ~
BUILDING: <g D, yc
ELECTRICAL: 25.00
PLUMBING: pJ If",
MECHANICAL: Ai If)-
--Ilo~ '5T . 'R- ' RADON: 7. b'~
CREDIT: /JjPr
SEWER: NIt+-.
WATER: (
TOT AL: 4'
Tol.F'sl tJ 1ft
!ft'
-l3 TA-L- --;=- I/l, toe!,
,'I-<
STATE OF FLORIDA
COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT copy OF THE DOCUMENT ON FILE
OR OF PUBLIC RECORD IN THIS OFFICE~NESS MY
HAty&-A 0 OFFICIAL SEAL T1-I15--:- DAY OF
j":I. ..!!.Eo
JEO PITT . K OF CIRCUIT COURT
EPUTY CLERK
BY
1111111111111111I1111I1111I111111111111111111I11111111111111
2000012629
Rcpt: 388649 Rec:
DS: 0.00 IT:
02/~2/10
6.00
0.00
Dpty Clerk
JED PITTMAN P
B~/02/00 12; 17~:ro 1 ~~rV CLERK
BK 4304 PG 1587
~~.
5 tate I) t fL-CiU 0 A
HOTIC! OV CO~HS!KeHT
County of
PsSUO
'iUB lINnCRSICHQO horeby 9ive. notice that .improvoment will b~ m4d~ to c;:rt,)1n
re,)1 prt)perty, and in accordanoe with Chapter 713, Floridll Stlltute!l, the
fol ~o",i.n<) intormation it provided in thh Notice ot ComrnoncmnCIlt.:
1, Ducriptiol\ ot Proporty: parc.l No.
e I
2, Cenual D'~scr1pt1on of llllprovellent AW~'j.}U/Vl lAcbA&C
).
OHnar Intormation: Namo('?/hJP I-!NlIZ,DrI MH.P.
t.d d r e as Y710 30 /lIw t~ iNf. C it y Z&II'I (l)-Il u:.. .7'
St4te pt..
Interest in Pr.operty:
N41ne of ree Simple Titleholder!
(It other thtn own.r)
City
Stutc
Address
f\ Cont"cto" ".me l5ffl (()fUSTll.-tJ Cf I~ (Jt=- a<t:!IJlftl- F&.
^,jdreu/Il/YV 5F1JA-rti ~T. City 1$jl.N{G.f.VIlAF State R.. 3'161l(
s , s u cat y: N .:lIRe
City
St,nt
Addros.
fV1lount ot Bond: $
6. Ltlnder: Name
City
St.:ltc
Aduro.a
7 .
Pecsons within the State ot Florida
not ices or ot~er document. may bo
713.1)(I)(4)(7q Florida Statut:e~l
\
de.i9nated by O....ner upon ....r,c:n
lerved III provided u~ SeC~lon
1'1"11'0
Midr...
City
S t.:l ~ ,!
6. 111 additi.o,n to himself, Cwn.r d'c1i9r.at.a
ot to roceive a copy ot t~e
Lienor'. Notice a. provJ.d.d J.n SectJ.on 7lJ.13(II(b), floridil St4t\I~CS.
'), r.Aplrnl.~OIl dn\.e ot Not-J.ce oC COlllmencemon\...(t.he IllpiclItlc.n d,)tll 1s1 yeor
tr?m the u~to of rucordinq unle.. a different date is specitled. I
SiC) n 4 t u reo t 0.... n e r :
'--I-/.- A/I.;/}
S....orn to and subscribed before me
JJr 2rx:D,
NOl,)ry PlIblic:
71ku J1, aiU2
" ,
M.,/ C om,n I :II ion E xp ire s :
ERIuC8AAsb8I
My eommllliOl'l CG14JMf
t~ ; expires June 22. 2002
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2' x 2' Pa t I 0 BeaM B' x 3' Pa t I 0 BeaM 2' x 3' T I (t BeaM
I
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I '7 X r2
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I J5. HoU'r T
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~ . ; .050.
1-,044 .050" .
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CD-LllVREAH - HEIGHT/SPAN TABLE COLUHN/BEAH - HEIGHT/SPAN TABLE COLUHN/BEAH - HEIGHT/SPAN TABLE
7'r$CIlEEN IIALL/ SOL I D IIALL/ ~, SCREEN IIItLL/ SOL I D IIItLL/ ~.,," SCREEN IIALL/ SOLID IIALL/
. - RDl1F" ROOF RDDF ROOF ROOF ROOF
2' - I' 3' 16' - 6' 8' - 8'
. ' , 1 " - , - :# ~ " - 1
" 1 I' - 6' " - I; # " - " 4' 4' - 4' 7' - 6'
r' , - 4' , - I' , - 1 I' )' , '2' - 10' 6' - 10'
, , " - 6' . ' - I ' 6' , - 10' , - :' , l' - 8' 6' - 2'
" " - JO' 4' - 2' , , - 0' 5' - J 0' , , 0' - J 0' 5' - 8'
" " - 4' - 3' - 14' " " - 2' :}' - 4' 8' 0' 2' 5' - 4'
-
-
, , ., - 0' 3' - 8' " I' - 8' 5' - 2' 9' 9' - 6' 5' - 0'
, I' 6' - 8' - 3' - ~' 1 , , " - i!' 4' - 10' Ito' 9' - 0' 4' - 10'
NOTE I J) ALL SOLID ROOF CALCULATIONS ARE FOR 4112 MAX. ROOF SLOPES
2) BEAN SPANS HAY RE INCREASED 2DX WHEN CDNTlNUOUS OVER INTERIDR CDLUNN SUPPORT
3) ALL KAli SPANS ASStME LATERAL PURLINS (2'x2' J.90. FRAHED
ACROSS ROCJF . EACH POST IN SCREDlED SIDE WItLLS
4) VALUE"S M4Y RE /NTE:RPa..ATED FOR INTERNED/ATE LENGTHS DR SPACINGS
2' X 4' T I ( t Bear?' 2' x 4' 2' X 6'
j Se (f Na t I ng BeaM Self Na t I ng BeaM
~,"'-r-
J~' HAX.
4" 6"
-
.050" . V .12~ 1 U ..
"t- .120"
\ -
\\ A VOSS
I. 2" I.i --:-044 t A.. _ __
D.I.IIVICAN - HEIGHf/SPAN TABLE COLUHN/BEAH - HEIGHT/SPAN TABLE COLUHN/BEAH - HEIGHT/SPAN TABLE
tr IIALL/ SOLID VALL/ ~~ SCREEN VALL/ SOL ID VALL/ ~.,,\o(tl SCREEN IIALL/ SOLID IIALL/
RaT ROOF ROOF ROOF ROOF ROOF
I' I' _ 2' - J 0' - 8' ..; , :J: ' _ , , - c ' 3' 35' - 4'
18' - 8'
, , - 6' 9' - e' , ~ , - , , - c ' 4' 3 7' - " 1 ' - 2'
, 'I _ 8' - Jl' - 4' , , - , , - c , , 2 ' - . ~ ' 1 ' - c '
, , - 4' :-,-' - 6' I I 'I _ 4 ' II _ ~ ' I ' 2 ' - I' J I _ i."
. , " - 2' 7' - 0' " 6' - 4' 8';" 8' , 23' "- 2# 12' - .1 '
I' I' _ 4' 6' - 6' 8' 15' - 4' 8' - 0' 8' 21' - 8' 11' - 6'
I' , - 8' 6' - 2' 9' J4' - 4' 7' - 8' 9' 20' - 6' 10' - 10'
l I , - 0' - 5' - 10' J 0' 13' - 8' 7' - 2' IJ 0' 19' - 4' 10' - 4'
JlltVIJJ NORRIS ENGlNeCRING
1JCSIGNCJJ Tr1 ,,.7 STANlJNlJJ MJILDING CD1JC
I'CR ClMPT. J'~ FTJR J DD HPH II1ND Pg. l-A
EXPIRES AFTCR 2/ 1/01
--- .~
EDGE BEAM SPAN TABLE (OPEN BUILDING)
HAXIHUH CDLUHN SPACING - SfXf.~ SPAN
INUauS
~DGF R~AN SPAN
EDGE BEAM SIZE 10 IE 14 16 J8 EO Sx
2'x2'x.044 4'- 6' 4'- 2' 3 '-1 0' 3'- 8' 3'- 6' 3'- 4' 0.23
PatIo Cxt, 5'- 6' ~'- 0' 4'- 8' 4'- 6' 4'- 2' 4'- 0'
2'x3'x,050 6'- 4' 5'-10' 5'- 4' 5'- 2' 4 '-J 0' 4'- 8' 0.44
Po. t I 0 Cxt. 7'- 6' 7'- 0' 6'- 6' 61- 2' 5 '-10' 5'- 6'
2'x3'x. 050 5'- 6' 51- 2' 41-10' 41- 6' 4'- 4' 4'- 2' 0,35
TI It Ext. 6'- 8' M"-'-10' 5'- 6' 51- 2' 5'- 0'
~9'- 4' 8'- 0' 7'- 8' 7'- E' 6 '-10' 0.98
1 '- 2' 9'- 8' 1- , 8'- 8' 8'- 4'
x, 50 7'- 0' - 6' ~'- 0' '- , 5'- 4' 5'- 2' 0.55
TI It Ext 8'- 4' 7'-10' '- 4' '-1 I' 6'- 6' 61- E'
2 ' x6 'x, 055x, 120 J 3'- 2' J2'- 4' J 1'- 6' 10'-10' 10'- 4' 9'-10' 1. 97
f' " 1"-'-10'~13'-10' 131- 0' 12'- -4' 11 '- 8'
15'- 0' 13'- 0' )2'- 4' JJ'- 8' 11 '- 2' 2,~4
18'- 0' J5'- 8' 41- 8' J4 '- 0' 13 '- 4'
2 x x, 062x. 120 /8'-10' -' 16'- 4' 15'- 4' 14'- 8' 14 '- 0' 4,00
S~If MatlnQ Cx't. 22 ' - 8' 211- 0' 191- 8' 181- 6' 17'- 6' 16'- 8'
w/lnsf!>rt
2'x8'x,072x.224 J9'-10' 18'- 4' J 7'- 2' 16'- 2' J5'- 4' J4'- 8' 4,44
Self' Ho.tlno Ext, 23'-10' 22'- 0' 20'- 8' J9'- 6' 18'- 6' 17'- 8'
2'x9'x,072x.224 22'- 0' 20'- 4' 19'- 2' 18'- 0' 17'- 0' 16'-4' 5.47
Sf!> If' Ha t I no Ext, 26 1- 6' 241- 6' 22'-10' 211- 8' 20'- 6' 19'- 6'
2'x9'x,072x,310 e4'- 6' ?2'- 8' 121 '- 2' 20'- 0' 19'- 0' 18'- 2' 6.77
Self' Matlno Cxt, 29 ' - 6' 27'- 4' '25'- 6' 241- 0' 22'-10' 21'- 8'
-1 f-! 'D/H ayp,)
U4'/FT, (NIN. )
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SPAN
SPAN
EDGE BEAM PLAN
CENTER BEAM PLAN
CENTER BEAM SPAN TABLE (DPEN BUILDING)
HAXIHUH COLUMN SPACING SIHPLC SPAN
CONTINUOUS
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~~~ ~
12' 14 '
x x, x, 9'-9' 9'-0'
S, If' Ha tIn Ext, 16 ' -6 ' 15'- 0 13'- 0 12 ' -4 ' 11 '- 8' 10'- 8' 9'-10'
2'x7'x, 062x. 120 16'- 6' J5'- 0' 13'- 0' J2'- 4' J J '- 8' 10'- 8' 9'-10'
S,lf' H tIn xt. 19'-10' J8'- 0' J5'- 8' 14'- 8' 14'- 0' 12'- 8' 11 '-10'
2'x7'x. 06Ex, 120 20'- 8' 18'-JO' 16'- 4' 15'- 4' 14'- 8' 13'- -4' 1E'- 4'
S,lf MatlnQ Cxt, 24'-10' 22'- 8' 19'- 8' 18'- 6' 17 '- 6' 16'- 0' 14'-10'
w/lns,rt
2'x8'x,072x,E24 21 '-10' 19'-10' 14'- 0' 0'
S~ I f' Ha tIn Ext, 26'- 2' E3'-10' 16 '-10' 8'
2'x9'x, 072x, 224 24'- 2' 22'- 0' 15'- 7' 5'
Se l f' Ha tin Ext, 29'- 0' 26 '- 6' 18'- 8' 4'
2'x9'x, 072x, 31 0 26'-10' 24'- 6' 17 '- 4' 0'
If M tIn t. '- , '- 6' '- 0' '- 4'
'INTERLOCKING ROOF PANS
I,
12-
.0J2 .101 15'- 1
, "
18 - to
ROOF PAN (AUOY ~ H-tl)
~
't' v.
fi 't' - .0J2~ r . o.J2 . J44 tt'- O.
I. .1 /3 ~D"
12-
*' Nom PANS AlAY OVCRHAJ/Q 1/5 OF SIMPLE SPAN. SPANS AlAY BE INCREASED 2-
FOR CACH 12- OF OVDlHANQ fJP 7D J'- o~ CONSULT AN CNGINEER FOR
GWCA TER OVCRHAJ/Q.
ALlM/MM Ita1F PItN$ - II!' X I!.~' X .I~I PANCL.
AS' 1MMT1eCTURC1l GY IlDYAL ALlMIMM. INC.. L.EC$MJRG.
f/lND $PAN w/
CPCN 13'''' 14 '-4'
MJIUING . IIIl6 I~'''' 13'-"
11"'" I~'-"
PNlTIAL II '..' 1~'-tJ'
on OSCD . fJI!Z I tJ ...' J I '-tJ'
MJIUING 1 D '-D' ID'-4'
on DSCD 13'-4' 13....
MJIUING .~ I~'-D' 1~'-4'
11'-4' J J '...'
JJIt'l16 IDlRI$ D/GllEERING
1JC$1GNCJ1 TD '~7 STAN1JNU MJIUING CIJ1JC
I'fJf OWT. J '011 1TJR J tJo NPH fllN>>
P9. 1......
'.,
CXl'IRE$ AFTER .E. / 1/ t) /
CUT ALLM. .Ms:C lNU1tT t1/ (~) "..... lUll. X 3 I~' CONe
A .8.'S , (~) 1/4' ~/A. 'TNlfJ ICLn t1/ ~ .
OR I
I' X ~' X 1/." ALLM. MiGLE t1/ (I) 1/4' Dill. X ;!.I;it I TAPCON
c.4. SI/JC IT CDLI.HI /11/ CZ) 1/4' DIA. THRU ICL n
IV ~ OR
3 In' X I I~' X I~ flCCCVING aw..n
t1/ (~) "...' DIA. X $ 1/6" CONC, A . B. '5
M q)
CUT ALLM. .Ms:C INSE1tr t1/ (4) 110 S,H.S. INTrJ KIUI H~AC>ER.(2 M/N.C:MBC:=--
, (I) 1/4' DIA. 'TNlfJ ICLn t1/ tlASHERS
l
(CPT,) 6' STEP F'~IA 11/ II X J'
. 16" D,C, 'OR
2' X e" X 0,040
S T I F'FE:NE:R
NOTE:/ FDR OUTSIDC SPANS >
USE e")(3' (VERT.)
JiIJI.(
III-CN flJST STRUCTURE
IS HASDNRY USE , 10
X e' TMJNJJCR m.. TS,
J2 I (J) 18xVS' w/HEAIJ
SNS, TOP, 6DTTDH
OF EAai RISER,
RaJF PAN
(3) PER RaJF PAN
, B X 5/B' II. fEAJJ
SHS. a/ CENTER
INTO ~.
I' X I' X e" X o.
ANGLE CLIP Ir'/ (2)
, . X V." Ir'. JE,W
SNS. EAat Ir'AY.
(3) PER RIXF PAN
, J D X J-J/2" 'II.
SHS. THRU RDDF PAN
, 6DX HEA1JDt ON
CENTER INTO IDST
STRUCTURE .
2 X ALLIN.
TYP, SECT ION DETAILS
(I) J/4" DIll, X.3 1/4" T-DoT
.24" D.C. o~ TAPCON
~ HIN. 1/4"/F'T,
IDTE,
AT CDRNCRS USE (I) 1/4' DIA.
X .3 1/4" CA. DIR, .
4'1 (NAX,) ~ CDRNER.
~
-
.. ~
. .
I X M./M ICAH
(I> .1/4' D1A, sn.
~ a:a.n (M,)
3 X 3 ALLM. ca..
I ~,.. ; 0.. . ..~.: ::~... .~'. . :~. : .:. .;. : .::'
.. ::'. . .~:~, .:....." ..~::.~I...., :......
'.' ~',. . ,~::"7.",,~: 7", "-"7'-':;
<,'~' \.::~' ".', ',L ..... _.\ .. 00. .
': '. .......:... . 0':, . . ~.14 . ~ .; ,0.. I
exiSTING CDNCRCTE:
CR
J.CII TH( I ~ " X " JD.rJ FTXlT I foKj W/ (J) 1$ caJT.
DR .
VaJJ1 /JCCK 11/ lJM.. e X 6 (HIN,) PERIHCTDl JE:ADER
"0 w/HEAD ~
THRU XJX HE:AD€R fJI
Ie' CDVTLR INTO IDST
STRUCT~.
. X VB' Ir'. HEAD SHS
U RaT PItH RISER a>I
16" CENTER INTO STIFFT:NDl
AT EAat ENIJ OF RaT.
J'X I' X 1/16" X 2'
/ALlM' CLIP t1/ (2) ,.
X I/z' TD< SCRnIS IN
€A. DIRECTION
-I X e ALlM.
MSf" PLA rc
: .
~..
:A' ':' .
:,. :. ,"
. :
. .
. . :
....... .
..., .' ,
. . .
.' x .. I'OI'T SHlMi
_II X I' S./f.S.
1'0 I'OI'T INTO
11I7DJt6I =-v IM-l..
I' X 2' CPCN lACK
6OTTOH PL.A Tf:
. ..... '. . '. .
. .
(I) 31/4' X 1/4' DIA,
T-Ia.. TS . 24' 0, C.
OR 1/-'1 "DIA, TAPCON~
L\4VID 1DfR1$ EltfiIlEIRlfoKj
1>ESIGIE1J fa "1 $TAN1WUJ MJILDIfoKj CD1JC
PeR ClW'T. l'IM FrIf 10D HPH II I NJ)
Pg. 1 -f
CXPIRES AFTF:R .'a/ 1/01
~ POST LENGTHS AND SPACING FaR WALLS
P , + ]I(
POST IDtINAL ~ ""-L.S' .S'tL16 WltLL.S'
.w.L
SIZE 1E1/MT 1'IJ$T .S'NCINlJ I'D$T .S'NCINlJ
~JtltlxI,~ 7' ~'-II. ~'-10'
I' 4'-0. '- O.
~xt'xI. "p 7' "-I' 3'-0'
I' 4'-11' 1'-4'
7' 7'.... .. '-0.
~lIl'd.1U" I' , '-D. 3 -0
g' ~ '-D' ~-I
l' 1 D '-0. ~,- D'
~~d.II3' I' 7'.... 3'-1D.
" "-D' 3'-' D'
l' 1'-0' 4 '-D'
1'lO'd. "P B' , '-D' 3'-0.
" ~'-D' 1!'-4.
JD' -# '-0. ~'-D.
l' '-1.
1'10'111. ",.. B' 4 '-e'
" 3'-3.
JD' e'-"
l' "-I!'
~x3'1II.1U' B' -# '-7'
" 3'-7'
JD' 3'-J.
l' "-3.
:I'd'd, ~ B' '1 '-D'
" ~,-~,
JD' 4'4' I .3 CF (eDN)
'1' e'-D' aDO Nl CDNC.
1'10'111. les' B' '-D'
" ., '-D'
JD' "-D'
· I! DIHDlSI~ LlJiWING - COGIND AXIAL (RDIT) "
IDmIMJ (WIND) LlJiWING. FTR EACH AJJJJIT/~ FTXJT
IT RaT SPAN (rR 0VCRfW,/(j) > 13' RE1JUCC PaST :VI' DIA. ~
SPACING 6Y U. I' LN/J. 'MIU
I'DIT
.<. .:..:.~: ::;~;:-::~<ll' .
, ," ... ~ '.. . 1'.' 'It
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. " . , 4' · .
. '... '....
"
" '",
. . '" .' .
B'
ItIN.
THK 'ND SLAB EDGE DETAIL
10' DIA.
~
," TD1
rLL
.
li
4
'.'
POST FOOTING
DETAIL
Ie' DIA,
lMVI,D /tDRRI.S' ENGINEERING
DC.S'IGNC1J TO ',., .S'TANlJARD MJ/LD/MJ ~
~ ClWT. 1'''' FTR lDD Ifti WIND
Pg. l-G
CXJtI/IQ AFTER 2./1/0 I
/JAVl/J 1D!tR1$ ENGl/ECRlNG
IJalGNC1J TD ,~ 7 $TAN/JAR/J MJIL/JING CD1JC
,.", ~T. 1'01 rat lID HPH t/lN/J
aPl/ID AFTDf 2///0/
6X6 .10/10 ~ ~F.
OR USE rIBERHESH
RClNFORCEHrNT STRANDS
HIXED INTO CONCRETE.
HORTAR BfTVEEN
BR ICK AND BLOCK
8' XS' X I 6' CELL
BLDCK 6' HAX,
HEIGHT.
VAPOR BARRIER
CLEAN CDHPACTED FILL
FINISHED GRADE
I>IERS
(J) ., REBAR PER
CDLUHN , 6' a C, HAX,
IN CONCRETE rILL BLK,
NOTE:
FOR HEIGHTS> "', USE
16' VIDE FOOTER AND SOLID
C. B, BACKUP VALL (NO PIERS>
~
(If! N>
16' V/S' C, 8,
(I) I' REBAR a<I STEEL CHAIR
RAIL OR 4' X4' BRICK SCRAP
TYPICAL SECTION
(ASSUHED SOIL PRESSURE-e, '00 ps-F>
"
1 f
VARIES
6/,,-0'
1
( HAX>
BACK UP "ALL
UNDER HDBILE HDH€
sxsx /6 CELL BL DCK
V)
~
"'-1
CJ::
~
4'X4'XI6'
SPL/ T BRICK
VALL
6/-0'"
6 I -0'
6/-0'
VARIES
DAVID NORRIS ENGINEERING
DESIGNED TO '97 STANDARD BUILDING CODE
PER CHAPT. /606 FOR 100 HPH VIND
EXPIRES AFTER FEB. l. '01
',-
..-, II /,';',.,-
Pg. 1-'/J
(TYP.)
'/8' RE6AIl
FRDH FlXITa
INTO SLA'
THRU CELL
BLOCKS,
Pg, l-H
SHEET
~. Ai"" PANS
:~I'gl rrtlLs z X 4 A.A7l"
,,", tj..rJ'f.
1/4-;r1' @~~
x
q
.<
CO
., -: .. II r _;' trto ~ ~. . ': r f . ~"",~~ r I~'~ '~r
t ' ,">... ~ . ~, ~~, ..", . , .:0
\'~4E'-/\R '
:i'~r.v .
;",~., Ri'c;"c""'"
y,.',. . ',. """""",'.,"
iI't::. -'l.'.':,., ._' . '_." .";._ _ " .".~ , , . . ," "., '.' ,,' .
S7JftlC7tAUL AJ.JJIJ.
SYSmi (m-.)
Z"IrI- ~ A.Al!'
(I) 2. x If (lFCONT,)
z-W- IIOQO $7VD
WALL elf" 0. e. (IIAX)
~~"~~~~"~~"1~1II.r. W/N -
'. , i1Z o.e. moa / ,,7i1fj[. r ,
II . J" o.e. 1M II ALDNfJ ALL HCADDtS , Pl-ATE.S
(F'OIf SHCAIt IIIJ1'UfT)REPLACE.S HUAR. CUPS
"....... OIA. x . L4 CCNC.
ANCHORS . H6 o.c. (m-.)
Z'W- P. r. JIOCX) MA 7l"
NOTF:
~1~C~(..e:l'x3F E:A. WALL STUD
IISE ~WALL STrJIW MACZ'-X Po4 TTr1fN
II.H. S7'IUIWHJ w/(I) ad @ CA. .f7U:), .
(lW)
USE S7DIII MACZO 1ft" JhlDWQIIl Y NAILED
/'flf~. $IICC'.JW/HURR.CC'PS
P~..q J'iSOIlJ!
(~1fIDX2."@ 2.4 'D.c. Tfr'R~~ '~~
OR~1j8c;,/~~~~5 OR Fr'AILS
$ll$ . .. 0. e. liTO ~ A.A 7l"
(Mf (I) "0 . ,,- o.e. INTO S7W
(Mf J/I'- OIA. TAP CONS . .. o.e.
,.,TO CONe.
W/ I 1/4- IMN. 08!D.
ftJR ALL CONOITlaNS '
.t[QAIIf' ALLIIrL PANS ~
W/ (J) "0 .s.1L.s.hAN 1/.- /fY..'
. (T'YP. . CA. ENO)
I
~
..... SJ..~
1/.- !fT'
(Mf CXISTIN(J
PSI CCNC. aM
at aNo. F'007E1t (m-.)
- CONT (m-.)
! * NOT e:. : 5 E E. P;j. Z - DF(),!- ()/='rJ()",/-3!-: Ff?~! c:. R DE:- TAl L
I - _".
I
aJND sa.E'W W/ (4) "0 SILS
7QIt II SOT. (TYP) (0It COUIV,)
ON - HAfJITABI-E. STRUCTuRe:
NOTe:.: ALL THRi..( BOLTS RE.QUIRE. WASHERS
_~/O = 11;0 oS.M,S.
ALL S.M.S, TO 8E:.. WAS/-{ER. -HEAD
.3Y8 X lti'x ~I/ c
BAse w/(Z21/"- aA. TAI'C()N$ DIf 1QIv.~ It1
(2)1/4- aA. x J'/Z sr. THRCI MJLTS I
_ -TOP OR SIDE.-MOUN.,T _ALLOWeD-
M. CUT ALUM. t3ASE. INSEAT
W/ (I) ~ OIA. X Z '/.,- TAI'CONS II
~ ca. W/ (2) 1/4- DtA. 7HRU M.73 W/ IKSIOS (m-)
THIS STRUCnJRE HAS Ba:N OCSICNED IN
ACCORDANCE WTH THE 'g1 STANDARD 8l.J)G,
CODe ttlTH ALL RnfSJONS ro
CHAPT. 1101 FOR '00 "PH WHD ~oaTY
VOtD AF1FR 2.///0/
DA ~O NORRIS ENctNEERJNG
"2 COlD/AN RD.
'MNTCR HA~ FL ~ P 2 C
(941) 2gg-7044 g. -
TYP. DETAIL RAISED SLAB &
WALL SECTION FOR ROOM ADDITION
(3) #10 S.M.S. PER
PAN (1" MIN. EMBED) TYP
NOTE.: #/0 3.M.5. W /WA5Hf"-R-
HE.AD /.5 TYP. ~OR ALL 3'1
AL. PAN CONNECT/ON..5
NOTE: MAY BE SINGLE PLATE
IF CONTINUOUS 2" X 4"
!" CDX PLYWOOD, 7/16" O.S.B.~
or 5/8" T1-11 WOOD SIDING W/
8d's @ 6"/12" O.C. EDGES/
INTERMED. & @ 3" O.C. T&B &
ALONG ALL PLATES & HEADERS (FOR \,
SHEAR & UPLIFT) - NOTE: THIS
ELIMINATES THE REQUIREMENT FOR
HURRICANE CLIPS T&B ON EA. STUD
ON WALL HE~~HTS 81 OR LESS- (TYP)
2-x4- WOOD STUDS
o 16- O.C.
3/8" DIA. x 3!" CONC..
ANCHOR BOLTS @ 24" O.C.
THRU 2" x 4" P.T. PLATE (TYP),
4" CONCRETE SLAB W/ 6x6-
10/10 WWM OR FIBERMESH wi
2500 PSI CONCRETE OVER 6 MIL
VISQUEEN ON CLEAN, WELL
COMPACTED FILL (TYP)
FOR H > J.f8"
.A. SE.AL EO ) ~NG N R. D.
PLAN /.5 RE-Q'D.
.
~
6 MIL. VlSQUEi N
COMPACTED F7LL
/I "
(1) #5 VERTICAL REBAR IN 8 X 8 C. B.
FILLED CELL @ 16'-0" O.C. (MAX)
wi 10" MIN. HOOK ON EA. END.(TYP)
8" X 12" STEMWALL FOOTING wi
(2) #5 REBAR wi 2500 PSI CONCRETE
(TYP)
H
4" SPLIT-FACED BRICK
(OPTIONAL)
GRADE
.
.
I.
12-
..I
NOTE: THIS FOOTING DETAIL MAY BE USED
FOR SCREEN OR UTILITY ROOMS.
1HIS ST1fUCTURC HAS BEEN D€SIQNED IN
ACCORDANCE ttfTH THE 'g,7 STANDARD lllJ)(J.
CCJD€ ttfTH AU. RnfSIONS TO
CHAPT. 1101 FOR 100 IrIPH ttfND \nOQTY
YOtD AFmf 2./1/01
DA KO NORRIS ENGlNaRlNG
112 COL.DJAN RD.
WINTER HA~, FL ~
(HI) 29g-1CUll
Pg. 2-